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Home My WebLink About2002-06-21 2600 CHERRY AVE - Permits ~(v~ ~ .... " , .. BREMERTON PERMXT CENTER 286 4th Streetp Bremertons WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addr: 2600 CHERRY AVE Location: OLYMPIC PROFESSIONAL BUILDING Parcel No: 3967006-001-0001 Permit No: 02-0311 Status: ISSUED Applied: 06/21/2002 Issued: 06/21/2002 Expires: 12/18/2002 Applicant: PORTER CONSTRUCTION INC 206-634-2955 3601 WOODLAND PARK AVE N SEATTLE WA 98103 Owner: CROMWELL GORDON 2600 CHERRY AVE BREMERTON WA 98310 " '"'. Contractor: PORTER CONSTRUCTION INC 206-634-295Lic #: PORTEC1992B6 Exp: 01-03-2003 3601 WOODLAND PARK AVE N SEATTLE WA 98103 Subcontr: Dssc: CORRECT WATER-DAMAGED PLYWOOD/FRAMING ***~~****************~********~*********~*********************~*****************~************ Valuation * Permit Fees: 441.75 Total Calculated Fee: 446.25 30,000.00 * Plan Check Fees: .00 Additional Fees: .00 * Other Fees: 4.50 Total Permit Fee: 446.25 ******m***,******~********************~*****m************************************************* This permit shall become null and void it t~ building or work authorized by this permit is XlOt cOrnroenced within 180 dayS hom the date of s1.ich permit. or it this building or WOYk authorized by such permit is suspended or abandoned at any time after the work is COOllllenced for a pe~'iod of 180 days. NOTICE - It i,s the responsibility of the permit holder, not the City of BrEliOOrton or Building Official tel see to .it that required ifl$Pec'l:.iol'l$ are made. The permit holder must notify the Building Official when ready for inspections. Failure of the permit holder to notify the Building Official of required inspections may result in the stoppage of the work until slJch time that t~ permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial bu~'den shall be bome directly by the permit holder. Failure to substantiate code requirem.ents will indemnify the City against any and all responsibility or liability connected with the construction. I hereby certify that I have read and examined this permit and know the same to be tyue and conect. All provisions of laws and ordinances governing thi$ type of work will be complied with whether specified herein or- not. The nantil19 of a permit doe$ not presume to give authodty to violate or' cancel the provisions of an)'o her st te or lcea l' I regulating COTl$truction or the performance of const.ruction. , =~ : ---.,. o-ate:---'-.-:1../- 02- v I certify ha I am ex~r~t from tf~ requirements of the state contractor's registration law, undey Section 3, Chapter' 126, laws of 1967. Signature:_ DOl,te: *************************** ~I/) ~ ~ Permit Center-~Approved BY:__~ Date:~- ~~ . Ll~ :':' I -'-..~~~ , "-",;;... "I '.~ .~.- 'p'> '... \. :(r , . I ,I " , ~""" ~R~MERTON PERMIT CENTER 286 4th street~ Bremerton~ ~ 98337 _ phone: (36Q) 478-5275 FAX:, (360) 478-5278 ..;.}~. F (VU&~-jl !~~"\; ..il :.,.. ,._ll' \ " Job Address: 2600 CHERRY AVE Location: OLYMPIC PROFESSIONAL BUILDING ASST Acct No: 3967006-001-0001 Building Permit No: 02-0311 Status: ISSUED Issued: 06/21/2002 Expires: 12/18/206~ R E Q~ U IRE D INS P E C T ION S Item: 01700 FRAMING Item: 01900 SHEETROCK NAILING Item: 02700 FINAL--8LDG Dept: BLDG Dept: BLDG Dept: BLDG Division: Division: Division: ....' ~ " "., ,,~'.~ "",' <;".-" ********************************************************************************* TESTING: SPECINSP: ST OF WA: f'IEAL TH: Must be recognized by the Washington Association of 8uilding Officials Must be registered with the State of WA State of WA Dept. of Labor and Industries 478-4921 8remerton/KitsapHealth District 478-5235 ALL INSPECTIONS PERFORMED BY THE CITY OF 8REMERTON MUST BE SCHEDULED THROUGH THE PERMIT CENTER, (360) 478-5275" ***********:1** ****************************************************************** Permit Hol e"s C /4 ',.. ~ _. '1/-0 "'7, Signature: ,~(f____ Date: (Q ~ ~ (\ ., \, ,.,1';,;:, . ':",";"", w: ,_ -.'- . ... " , '~ ;~I }, f ! \ ~~,' ,,~~~l',tI. . . =~=.=========~================================================================ .~..5'- 't~ r {f wi. BREMERTON PERMIT CENTER PERMIT CONDITIONS Permit No: 02";;'l)311 Page: 1 ~===~========================================================================= Job Address: 2600 CHERRY AVE Ass~ Acct; No: 3967006-001-0001 'icid~tion: OLYMPIC PROFESSIONAL BUILDING Applicant: PORTER CONSTRUCTION INC Owner: CROMWELL GORDON Contractor: PORTER CONSTRUCTION INC Applied: 06/21/2002 Approved: 06/21/2002 Issued: 06/21/2002 Description: CORRECT WATER-DAMAGED PLYWOOD/FRAMING . !....., -." .~ ~ . Conditions: 1. PLAN REVIEW: APPROVAL IS SUBJECT TO THE ENGINEER OF RECORD (CLEMENS J ROSSELL. PROFESSIONAL ENGINEER). FRAMING AND FINAL APPROVAL IScSUBJECT TO ON-SITE INSPECTION APPROVAL. Permi~ d ~ ~ S19naturel\ . f . Date ;;-2I-o~ '. -<,; Building Permit Application City of Bremerton, W A 98337 Phone: (360) 478-5275 Fax: (360) 478~5278 T1X .\.ccount ~umbe=: 3'- ~3 C:::>C40 0.d1 i-(J~ l ~ ~f) i ! ONTRACTOR DAUTHORIZED AGENT APPLICA1"IT: DOWNER . Sicc .\.Jdress: 2~m ((?~'\ lIo.\J\:=N\t~ , CJwnc:: \>{L,~~~~~~~8?\f COCC;1C: Person: .\.ddress: i-N I Contact Phone':;: Check the type of application for below: o SF RESIDE~lLU NEW 0 COMMERCIAL ~tW o DCPLEX 0 COMMERCIAL REMODEL o :\-L-\;.~L~E-\CTURED HOME 0 9OMMERCL-li. ADDITION o RESIDENTIAL REMODEL B' COl\-L.'VIERIC.AL REP.AIR o RESIDENTIAL ADDITION 0 :\-IrLTI-E-\"'vIILY o RESIDENTIAL REPA1R 0 TEN~-\.1'iT r:WIPROVEMENT o GARAGE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: o OTHER: Scope of Work Proposed: {orrfC( I J.,)c.T.f'rctc<(Y\..c..Q~ct I pi,; ,"""^,,d I F'rc~ ,^ j / Square Footage: D\'lieiling: Gange: Ded;:s: IS TEIS PROPERTY WITHIN 200 FEET OF .-\ SHORELINE? YES NO Valuation I Plan Review Fee Permit fee Surc~es : -kaC:J..5." 3.5 iJ 00- : Smte: S ~.50 I. '.'TotalFees 44-0. d-5 ~~O ,(JCO -B 44-l ~ S .\ppliC:Hions tor ',vhich no permit is issuo:d ':v1thin 180 days ;'ollowing the date of ipplication ;hall expire !Jy limitation. ,lOU ?i:1n,; clod 'Hner data submitted for review may thereafter be rerurned to the clpplicant or destroyed by the building officiaL Thc= b uiIuin:; offici;ll may <:xtend rho: rime for clction by the clpplicant for .1 period not <:xceeding ISO days on request by the .lpplicant ;how'l:1:'; th;lt -.::rcumsranco:s beyond che concrol ()f the clpplicant h;lve prevented clcrion from being taken. No o.Lpplicanr ,hall bo: ;:xrenu-:u more rh;ln once, In order to reneW:lcnon on cln clPPli,'canon clfter e~Piration, the clpplicant shall resubmit plans :lOd pay cl ne'v pLw reVIO:';V :'ec=, ~ ..\l'PUCA."\j"S SIGNATURE: ~ ., DATE: I . fij) rg (G rg D \Iff rg fn1 In) JUN 2 1 20112 ~ BREMERTON Bun nrl\l~ nl:l'ln n.,.. R~. ._. ,,'Ii>( 1.,1 ' \I';' . .'.; i}( ~)I( 'I/.)l( lIrltt ~::!r.)if. ltiil: )l:;)~)!Ill(:I:*)l(ll( >>:}l( X()I( ll( >>;>l\)l(il(:<< ll( * >>::<< >>:);()ll);( lX l'I. ~ )l;)l(lli)lt.)(()l()\()I( *)\;>>: *:<< >:( 1lI)l()~ >ll)l( lX r~ 1J( >>: RECEIPT *.*.**.~*~..***~**.*..**...******...**..****.*****.*..1.....***. RECEIPT Number: 02000505 Amount: 446.25 06/21/02 12:43 Payment Method: CK Notation: PORTER CK Init: VW 02,-0311 Type: ,BLDGONL Y SLOG PERMIT -NO MEeHl 3%7006-001-.0001 2600 CHERRY AVE' OL~MPIC PROFESSIONAL BUILDING Total Fees: 446.25 Total ALL Pmts= 446.25 Balance: .00 **..****.*~~~)l(w.*~.***********.**..********.~~*~**~~~~*~~~~~(**~~* Account Code Description Amount 16-322.1001 (2211) BUILDING PERMIT FEES 441.75 643-237.13 (0236) STATE OF WA SURCHARGE 4.50 Permit No: Parcel No: SHe Addre.ss :: Loco. UtHl: This Payment 446"~?S 1 I f '" -- ' ~~ ;).000 Qu;G~~ Od---~31 \ Exterior Research & Design, L.L.C. Clemens J. Rossell, P.E. clemensr@exdesign.com Direct: 206.826.0912 June 20, 2002 Porter Construction, Inc. Attn: Steve Nieman 360 I Woodland Park Avenue N Seattle, W A 98103 fD)~~~nWl~~ ln1 JUN 24 2002 l0 BREMERTON \BUILDING DEPARTMENT RE: Olympic Professional Building - ();)..- 0 3l \ Dear Sirs, ;J hOD t1A e-~'tf-11J \J -e.- ,J C. /l.. O/A.d I A) .e.11 GOr-e pD I visited the site together with Davy Landsburgh on JUrle 17, ~002, and observed the repair that has been done to date. We took note of some issues that need to be addressed. In addition to the construction observation visit, I reviewed the details and calculations for the repair, that were prepared by Pro Design, P.O. Box 699, Tracy ton, WA 98393, and that were approved by Bremerton Permit Center on September 5, 200 I, Building Permit No. 01-0464. At the time, the Contractor for this project was James H. Robinson Co. Inc. I am satisfied that the repairs done so far are in agreement with the approved details. The repair work pending to be done includes removing and replacing rotten plywood sheathing, studs and plates, removing and replacing steel straps, sanding a glu-Iam beam and several studs that have surface damage. Sincerely, Exterior Research & Design, L.L.c. 1'VJ I CJ7.- ()& Clemens J. Rossell, P.E. IEXPIRES 6/28/03 , .. Exterior Research & Design, L.L.C. Building Science and Envelope Consultants Transmittal Record Date: June 21, 2002 Ship t9: . " . , , ..' I " Valerie Wolf -----,- - ..m~LJil~irl~I:)f:!'1t!I~PI1'"lf:!rlt~pf:!~iClli~~mmmmmm ............. .. m ..I:)t!PClr:tI1'"lt!J'I~~r~~I1'"II1'"ILJJ'li~YI:)t!'1t!I~PI1'"It!J'I~m . City of Bremerton 2864IhStreetm.....mm Bremerton, WA USA 98337 From: Clemens RossellI jph Copies To: file Project Identification: . . /. Client: Project Name & No.: Olympic Professional Building Site Address: Street Address siat" m .. ...m iipc,)Ci"m Enclosed: . . , ~ Regarding: Permit Process [ ] Plans [ ] Submittals [ ] Other (detail below) . Letter from Clemens J. Rossell, P.E. [ ] Specifications [ X] Project Documents (detail below) No. of Packages: Shipped Via: Tracking No.: '. , . ; ;' FedEx Overnight 7918 6822 8342 c: June I, 200~m ..mmmmmm ..m. Date Shippedmm. mmm... .mmm p,int"CiNam,,; bat" & iim"m Receipt Signature: (if applicable) . j . 2412 7th Ave W . Suite 101 . Seattle, WA 98119 . Voice (206) 467-0054 . Fax (206) 467-5840 JUN-20-02 THU 02:27 PM EXTERIOR RESEARCH & DES! ~AX NU. ~Uti 4tir ~e4U r. Ul Exterior Research & Design, l.L.C. CIC,W0Im J. RC~3611, P.D. cl('m," r::.; r@exd",s.ign.coln Dlr,:~d: 206.826.()f)12 June 20, 2002 RE: OIYlnpic Professional Building lO)~~~DW~Jm In1 JUN 21 2002 ~ BREMERTON BUILDING DEPARTMENT Porce,. Construction. Inc. Artn: Steve Nieman 3601 Woodland Park Avenue N Seattle, WA 98103 Dear SiI-s, I visited the site together with Davy Landsburgh on June 17, 2002, and observed the repair that has been done to date. We took note of some issues that need to be addressed. In addition to the construction observation visit, I reviewed the details and calculations for the repair, that we,-e prepared by Pro Design, P.O. Box 699, Tracyton. WA 98393. and that were app,-oved by Bremenon Per-Olit Center on September 5. 100 I, Building Permit No. 01-0464. At the time, the Contractor for this project was James H. Robinson Co. fnc. ram $3.tisfied that the repairs done so far are in agreement with the approved details. The repair work pending to be done includes removing and replacing rotten plywood sheathing. studs and plates, ,-emoving and replacing steel straps, s.anding a glu-Iam beam and several studs that have surface damage. Sincerely, Exterior Research & Design, L.l.c, -') I v:; I,:? 7.- 0" c~--\ Clemens J. Rossell, P.E. (P~,\.. /___--j '.' ",..,._.".._.J ~. ' i ERD// 1412 7th Ave W. Suite 10/ 0 Saart:lf:. WA 98/19. Voice (206) <1'7.0054. Fax (206) 467-5840 CLIENT CHANGE ORDER FORM PROJECT: 01 m ic Professional BLDG. PROJECT NUMBER: 50 CHANGE ORDER #: 9.00 FIELD DIRECTIVE #: 3.00 CONTRACT DATE: 5/1/2002 CHANGE ORDER DATE: 6/18/2002 CONTRACTOR: Porter Construction, Inc. The parties hereto agree to proceed with change in the work by Change Order as specified herein and the charges of change in work shall be determined on a time and materials basis as set forth below. The owner further agrees that all labor and equipment (time) for change orders or extra work will be billed to the Owner at the following labor and equipment rates, which exceed Contractor's labor and equipment costs. Supervisor = $62.00 per hour Project Foreman = $55.00 per hour Carpenter = $42.00 per hour Laborer = $33.00 per hour Dump Truck = $90.00 per hour Further Owner agrees that 10% additional profit and 10% overhead will be added to the above labor and equipment rates and all other items that make up said change in work. WORK DESCRIPTION: Framing Repairs @ Entry/SW Corner/Sheathing Repl/Susp. Wall/Wing Walls C/O COMMENCEMT DATE: June 19, 2002 C/O COMPLETION DATE: July 22,2002 IMPACT ON CONTRACT SCHEDULE: ORIG. CONTRACT COMPLETION DATE: CHANGE IN COMPLETION DATE: NEW CONTRACT COMPLETION DATE: 7/5/2002 6/19/2002 7/22/2002 CHANGE ORDER ITEMS TO BE ITEMIZED AND VERIFIED FOR PAYMENT (LISTED CHARGES FOR EACH ITEM ARE ESTIMATES ONLY AND FINAL CHANGE ORDER TOTAL SHALL BE DETERMINED AT COMPLETION DATE): ITEM # CSI# DESCRIPTION QTY UNIT UNIT COST TOTAL SUB TOTAL 50.C09.01 06200 2x6x10 185.00 ea 7.10 1,313.50 1,313.50 50.C09.02 06200 2x12x8 20.00 ea 12.00 240.00 240.00 50.C09.03 06200 4x10 40.00 If 3.50 140.00 140.00 50.C09.04 06200 2x4x10 40.00 ea 4.50 180.00 180.00 50.C09.05 06200 1/2"Plywood 120.00 shts 14.50 1,740.00 1,740.00 50.C09.06 06200 1/2" Gypsum 100.00 shts 11.50 1,150.00 1,150.00 50.C09.07 06200 Misc. Hardware 1.00 ea 250.00 250.00 250.00 50.C09.08 06200 Labor 320.00 hrs 42.00 13,440.00 13,440.00 50.C09.09 06200 Supervision 8.00 dys 496.00 3,968.00 3,968.00 50.C09.10 06200 Administrative Requirements 1.00 ea 1,500.00 1,500.00 1,500.00 (Permits) 0.00 0.00 50.C09.11 06200 Boom Lifts 1.00 ea 500.00 500.00 500.00 50.C09.12 06200 Metal Roof @ Entv/Coping 1.00 ea 4,500.00 4,500.00 4,500.00 50.C09.13 06200 Structural Connections 1.00 ea 1,000.00 1,000.00 1,000.00 SECTION TOTAL: 29,921.50 The compensation and completion time allowed bv fD) ~ ~ ~ 0 \VI ~ 'D.' trl1 JUN 2 J inn? ~ BREMERTON IBUllDlNG DEPARTMENT Date: Date: CONSULTANT: By: CONTRACTOR: By: OWNERlREP: Date: Porter Construction, Inc. Client N/C Change Order Form V06.02.01 VICINITY MAP - o --- J-. ~~ 0> '-, 0.---. (") vd0 ::1 .~ v ..--' o ..-/ .$ .: S o '7\- .~ () '- A '(1- -::::c. . S--cr e..e\ JD)~~rgnWJ~lnl If1l JUN 2 1 2Il02 @ BREMERTON IBUiWING DEPARTMENT c ~c:( ,'-\ v BREMERTON BUILDING DEPARTMENT /' ~spection Report L-~v.Jt4:t1,a~f'J1~4(rJ ". 02 7 I ~~~~;,~~ ~~~o !jt~~~ I ~ ~ 0 Perm~ Num::~ne: ~ CT - ~ \ contract~~/1_t M ( ..o-v .a.f- Phone: dO(.;, - CO '=? i ~ s C; Inspection card/approved plans on site Setbacks Footings: required steel placement Walls: required steel placement Footings: required width & depth Walls: required size Bearing soil (soils analysis if applicable) Special inspector (when applicable) FOUNDATION COMMENTS: FOOTINGS APPROVED: WALLS APPROVED: Electrical approved Plumbing & mechanical approved Crawl space access (min. 18 x 24) Floor joists and beams/proper clearance to earth Positive connections posts & beams Foundation vents Posts properly supported Anchor bolts: nuts & washers in place Mudsill: treated material Floor joists: size & span Beams/girders: size & span Notching & drilling: joists & beams, studs Smoke detectors: all required locations Exhaust fans: where required Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom Fans terminating directly outside Range hood Dryer exhaust vent All vent tenninations: windows & property line Fireplace combustion air Windows: meets egress requirements Windows: proper U valve Windows: safety glazed where required Ceiling heights Stairs: headroom clearance Stairs: rise & run; proper width Fire blocking wall to ceiling, furred walls every 10' Fire. blocking: stairs, soffits, lowered ceilings Fire blocking: tubs/showers Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates Sheet rock backing Wall bracing Rafters size/notching Trusses: specs, bracing Attic access Attic ventilation Wall & roof sheathing Shear nailing Building dried in FRAMING COMMENTS: APPROVED: Insulation: proper R valve Insulation: proper fastening Insulation: vapor barrier Bottom plates caulked to floors Penetrations caulked as required Electrical boxes gasketed or caulked 6 mil black poly in crawl space ENERGY CODE COMPLIANCE COMMENTS: UNDER FLOOR/FOUNDA TION INSULATION APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: ,---- Appliance location and access, proper support Appliance clearance to combustibles Venting: clearance to combustibles Venting: size & support Vent termination Combustion air Ducts: size & support Gas pipe under test Gas pipe size & support Gas pipe: underground min. 12" below grade Gas pipe: within 6" or underground-coated Gas shutoff within 3' of appliance Gas logs: safety shut-off Gas logs: damper permanently open Wood stoves EPA certified . Wood stoves & fireplaces: Tight-fitting doors Wood stoves & fireplaces: proper health Manufacturer's specs on site Chimney liner: when required Chimney: separate flues when required MECHANICAL COMMENTS: GAS PIPING APPROVED: FURNACE APPROVED: OTHER APPLIANCES APPROVED: OWV & water piping under test OWV: proper grade OWV: proper sizing OWV: proper drainage frttings where required OWV & water piping proper support OWV: required cleanouts Vent termination All fixtures vented properly Water supply: proper sizing Shut-off valves on all fixtures Water heater: gate valve on cold water supply Vacuum breakers: where required Water heater relief valve drain to outside Water heater: seismic strap - R-10 pad under water heater when required Water-piping insulated as required Grease traps/interceptors: where required Proper indirect wastes: where required PLUMBING COMMENTS: PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH-IN APPROVED: Proper fastening nails - 7" o.c. horiz. Plane Nails 8" o.c. vertical plane Proper fastening screws 12" o.C. horiz. Plane (1/2") Screws - 12" o.C. horiz. plane (1/2') 24" o.c. framing Proper fastening: screws - 16" o.c. vert. Plane (1/2") Screws - 12" o.c. vert. plane (1/2") 24" o.c. framing Proper fastening screws - 12" o.c. horiz. plan (5/8") Screws - 12" o.C. horiz. plane (5/8') 24" o.c. framing Proper fastening screws - 16" o.c. vent. Plane (5/8") Screws - 12" o.C. vert. Plane (5/8") 24" o.c. framing Area & occupancy separation walls Oraftstops where required Usable space under stairs (5/8" required) Waterboard where required (not on ceiling) Corridors SHEETROCK COMMENTS: . SHEETROCK APPROVED: Energy code requirements met, exhaust fans Plumbing & mechanical Garage/dwelling door self closing solid core Smoke detectors where required Handrails & guardrails, as required Fire ratings maintained Exit signs when required Emergency lighting when required Occupant load posted when applicable Building weatherlight Wood siding to earth separation (6") Building address posted Randon monitor when required FINAL COMMENTS: r-"'..I ^. ^ r'\r'''''''''''I'""'\\ '.n. .' Exterior Research & Design, L.L.C. Building Science and Envelope Consultants ~~:een~r~e~~~~lilg~.~~m ~ ~ ~./ ~ U W ~ ~ Direct: 206.826.0912 S~T 0 3 2002 August 27, 2002 City of Bremerton Building & Planning Department 286 4th Street Bremerton, W A 98337 BREMERTON BUILDING DEPARTMENT RE: Olympic Professional Building Dear Sirs, As part of the repairs and siding renovation for the Olympic Professional Building at 2600 Cherry Avenue, some areas on the exterior of the building will be covered with a brick veneer. A reason for concern could be the potential increase in lateral loads for the upper story, for which the resistance to lateral load is provided by timber framed plywood shear walls. I have performed calculations to determine the impact on design lateral loads for the building due to the increased weight with the addition of the veneer. The results of my calculations are summarized as follows: The design of the existing building is governed by wind (calculated wind forces are stronger than seismic forces). With the proposed veneer, we are increasing the building weight but not the area exposed to wind, so that the wind forces remain the same, while the seismic forces are increased. The lateral load design of the proposed renovated building is governed by the seismic force. For the upper story, the increase in lateral load from the total wind load force of the existing building to the total design seismic force of the renovated building is only 2%. The small increase is therefore negligible and there is no need to re-design the building. The total seismic weight tributary to the roof diaphragm and upper story walls increases, due to the veneer, in approximately 10%, from 156 Kips to 172 Kips. The seismic load increases by 10% accordingly. Should you have any questions, please call. ~ Yours Sincerely, Exterior Research & Design, LLC. Building Science and Envelope Consultants Clemens J. Rossell, P.E. IEXPIRES 6/28/03 ~ 2412 7th Ave W . Suite 101 . Seattle, WA 98119 . Voice (206) 467-0054 . Fax (206) 467-5840 Project: OLlt1~~EIf-.$Sto)J/).{J ButL.~lient: V~~tLc P~1!}JM---&,p{,-2V' Notes by: ClJc)-'\ QJS "J - R-o 5J "t.L Date:~:)l~", page__L_ of ----_.. . ') Regarding: GLU -lM1_"J1~ r..'i:Al-JJ~.9~~~Lu_.___ ERD 1/4" X 3" SIMPSON SDS WOOD SCREWS WITH HEXAGONAL HEADS 6" 12" TYP tit 4" t=... '." 8-1/2" TYP ,. REMOVE EXISTING TRUSS-TYPE STEEL REINFORCEMENT AND FASTEN PL 3/8" TO GLU-LAM BEAM . l' .. . .. ... j' .. ',... " .. .. (, . ,. ... .' STRUCTURAL NOTES: GLU-LAM BEAM REINFORCEMENT DETAIL 1) STEEL SHALL COMPLY WITH ASTM A36, FY = 36 KSI 2) WELDERS SHALL BE CERTIFIED BY WABO. NTS 3) WELDING ELECTRODES SHALL BE E70-XX U.N.O. NEW BRICK VENEER PER /SEPARATE DETAILS iI' / , PL 3/8" I I J I I I I I 5/16" 2@6 4) IF THE PLATE CANNOT BE PROVIDED IN A SINGLE UNIT THEN FULL PENETRATION GROOVE WELD IS REQUIRED BETWEEN THE INDIVIDUAL PLATES. IN THIS CASE, CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR REVIEW AND APPROVAL. 2@6 NTS ~"l\ O~ \ D 1.- lq;fj PL 1/2" GLU-LAM BEAM REINFORCEMENT SECTION i'i~~",,,.;p.' J:,O;'l\ NFHS CU5Tt.:M"Ofxillllng :\crvlf.l~ f.:l(!G{W~.f~jl:':1 Nr:.lJ5. b;, ~-1nrt~AO'.:(lh. ~.H Od'I~lt\ """I"\".:'.~:~U;'}'IJ Hl'~ :.u:.: (. 1.1:":S..i"' , ~ -- .. .. . _____ .~K_~~~~{fV_ ..... ... ..... .}bOO__n_.__- ~.. ..~ ' 1;- ('"->. ;::..-; r~ ,- : 4sJ' CB-200 BREMERTON BUILDING DEPARTMENT ._ _ ~~_'"t_d___ J /;1,'/;2\1 " _ _', jh ')::.':1."'. __ _____________ . .. . . ....-L=5uj,m~=;,.__c;>~o/23B:.Lf)=-de..S.2ZJCNg,/- .. ..-- -----C"!f'4~e.c....G2'k'..cs"'C,~r.JL~o/L~~a. .!* L5_0-7~r~ .. . - . -- ----- TAt2~f/JLL'~Ja._;hLZi1"<UL4 ;Y-.LS'-UL~~~_S~t2~Zt'. ---, .----,~.- .;k_-Ld<(_,i(?'(f:-t5~7jC1Ldf_;;;[ r' aG'-~ ).eu!d~~dx5_LZOL l ( _) It -i~' \ r _ 1",- ~ I ' ---- _-0-. ---,..--- / ,{(jd.f--..-_L)-.L<;_L~...o.__CC!s!/s-f7-_c/a 0:JfJ-;ZLZe qfi,~I..ZtZ/- - --- -. - - -- . ,_ - -..~a?!_ hC!/ k!rdy_awA~L _:au l-S-~4r-5_i.J_da;':5Q!.fLlrGd ' ~ 1~ ---___ - - - ~.~-._(aO_.k~/m(.r-Ed. .=---~'-:.. .-- _'~~' -7-ir4$ . - ---- - -- -. h___ - ---- ---- ~rr;a)~LL~---- ---- ,- --- _..._______.__~_.._~cLl ;golc~.'Jo-/~-Q6-57- _:..~.~:-n- .~~~~~ -----------~~~~~~~~ .-----.-----_~___,k'~_rb_&2LJ~~ /?/E-.,d,<epPhA1/7 -$.6 __ .___n___....~__GL_"__h4M BEAMs ,,<J~L ./Vt:Ji fLltz..gztO/G to fJlLRK ~ ~ t------~--.._---.